Basic HTML Version
267
60
70
80
90
Flow ‐ CMS
Flow of Ping River (P.90)
at Ban Thap Dua
Water Year 2014
30
40
50
0
10
20
1
6
11
16
21
26
31
36
41
46
51
56
61
66
71
76
81
86
91
96
101
106
111
116
121
126
131
136
141
146
151
156
161
166
171
176
181
186
191
196
201
206
211
216
221
226
231
236
241
246
251
256
261
266
271
276
281
286
291
296
301
306
311
316
321
326
331
336
341
346
351
356
361
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
6.00
8.50
9.25
10.90
17.90
55.90
24.20
17.90
11.20
8.00
6.00
6.00
2
6.00
8.50
10.60
10.30
17.90
39.60
21.40
17.55
10.60
7.50
6.00
6.00
3
6.25
8.50
9.75
10.60
17.90
77.10
20.00
16.15
8.50
7.00
6.25
6.00
4
6.00
8.50
9.00
8.50
18.95
55.45
17.90
16.85
8.50
6.50
6.00
6.00
5
6.00
9.25
8.50
8.50
22.45
49.60
17.90
18.95
8.50
6.00
6.00
6.00
6
6.00
11.20
8.50
8.50
37.20
43.60
17.90
21.05
8.50
6.50
6.00
6.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
6.00
11.20
8.50
8.25
36.40
42.80
17.90
24.55
8.50
6.00
6.00
5.75
8
6.00
11.20
8.50
11.20
31.20
40.80
17.20
23.15
8.50
6.50
6.00
4.75
9
6.00
11.20
9.50
27.35
29.45
33.30
14.40
21.40
8.50
8.25
6.00
4.75
10
6.00
11.20
14.75
21.75
36.40
27.35
14.40
16.85
8.50
8.50
6.00
4.75
11
6.00
11.20
12.10
13.00
26.30
24.55
14.40
14.40
8.50
8.50
6.25
4.75
12
6.00
11.20
11.20
13.00
20.35
24.90
15.45
14.40
8.50
7.75
6.00
4.75
13
6.25
10.30
11.20
37.20
17.90
25.95
17.90
14.05
8.50
6.00
6.00
4.75
14
6.50
7.75
11.20
35.20
19.65
29.10
17.90
14.40
8.50
6.50
6.00
4.75
15
6 50
7 25
10 90
19 30
27 00
31 20
17 20
14 40
8 50
5 75
6 00
4 75
.
.
.
.
.
.
.
.
.
.
.
.
16
6.50
7.25
9.25
13.70
23.85
28.75
14.40
14.40
8.50
5.75
6.00
4.75
17
6.50
7.00
11.50
14.40
20.35
35.20
14.40
14.40
8.50
6.00
6.00
4.75
18
6.75
7.00
11.80
15.10
18.95
23.85
14.40
14.40
8.50
6.00
6.00
4.75
19
6.75
7.00
14.40
20.70
22.45
21.40
14.40
14.05
8.50
6.00
6.00
4.75
20
7.00
6.75
13.70
27.70
35.60
20.70
14.40
13.00
8.50
6.00
6.00
4.75
21
7.00
6.25
11.20
19.30
49.15
21.05
14.05
11.20
8.50
6.00
6.00
4.75
22
7.00
6.75
10.90
13.70
36.80
20.70
13.00
10.90
8.50
6.25
6.00
4.75
23
6.75
6.75
9.00
10.90
27.70
20.00
14.40
11.20
8.50
6.00
6.00
4.75
24
6.75
6.50
8.50
15.80
23.85
18.95
24.90
11.20
8.50
6.00
6.00
4.75
25
6.75
6.00
8.50
10.30
22.10
19.30
26.65
11.80
8.50
6.00
6.00
4.75
26
7.00
6.00
8.50
16.85
44.40
33.30
31.20
11.20
8.50
6.00
6.00
4.75
27
7.00
6.75
8.50
46.00
30.85
24.20
23.50
11.20
8.50
6.00
6.00
4.75
28
7.00
9.00
8.50
39.60
27.35
24.90
14.05
11.20
8.50
6.00
6.00
4.75
29
6.75
10.90
8.50
31.20
26.30
25.95
15.10
10.90
8.50
6.00
5.25
30
6.75
11.20
8.50
30.15
40.40
39.20
17.55
10.60
8.50
6.00
6.00
31
11.20
20.70
42.00
17.90
8.50
6.00
5.75
----------
--------------
Total
193 75
269 25
304 70
589 65
869 05
978 65
550 35
447 70
268 30
201 25
168 50
158 50
4999 65 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
6.46
8.69
10.16
19.02
28.03
32.62
17.75
14.92
8.65
6.49
6.02
5.11
13.70 CMS
Max
7.00
11.20
14.75
46.00
49.15
77.10
31.20
24.55
11.20
8.50
6.25
6.00
77.10 CMS
Min
6.00
6.00
8.50
8.25
17.90
18.95
13.00
10.60
8.50
5.75
6.00
4.75
4.75 CMS
Runoff
16.74
23.26
26.33
50.95
75.09
84.56
47.55
38.68
23.18
17.39
14.56
13.69
431.97 MCM
89.50 CMS. at 345.53 m. (MSL.) at 13.00 Hours , on Sep 3 , 2014
Runoff Yield
8.25
53.883
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak